EXPERIMENTAL STUDY AND FEM ANALYSIS ON SIMULATION OF LOCAL TRANSFERING FORCE IN RECTANGLE STEEL TUBE TRUSS JOINT

Chen Yu; Chen Yiyi; Huang Yongqiang

doi:10.13204/j.gyjz200511003

Volume 35 Issue 11

Dec. 2014

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Chen Yu, Chen Yiyi, Huang Yongqiang. EXPERIMENTAL STUDY AND FEM ANALYSIS ON SIMULATION OF LOCAL TRANSFERING FORCE IN RECTANGLE STEEL TUBE TRUSS JOINT[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 10-13. doi: 10.13204/j.gyjz200511003

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EXPERIMENTAL STUDY AND FEM ANALYSIS ON SIMULATION OF LOCAL TRANSFERING FORCE IN RECTANGLE STEEL TUBE TRUSS JOINT

doi: 10.13204/j.gyjz200511003

1.
Tongji University Shanghai 200092

Received Date: 2005-02-20
Publish Date: 2005-11-20

Abstract

Abstract

The tests of simulating local transfering force in rectangle steel tube truss joint are presented.Rectangle steel tube of secondary truss is divided into two kinds of tension plate in according to thickness of flange and web.The test applies tension to top chord of main truss by using the two kinds of tension plates.The test results show that Z in web of top chord of main truss does not reach yield point when secondary truss attains yield.Finite element analysis indicates that analytic results of numerical way basically accord with experimental result, and it is compared the effect of setting stiffener with no stiffener in top chord of main truss in respect of Z in web of top chord of main truss.At last this kind of experimental way is testified to simulate local transfering force in rectangle steel tube truss.
- rectangle steel tube truss joint, thick steel plate, σZ, finite element analysis,

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References(3)

References

[2] 魏明钟.钢结构设计新规范应用讲评.北京:中国建筑工业出版社,1991.24～25

GB 50017-2003 钢结构设计规范

[3] 陈绍蕃.钢结构设计原理.北京:科学出版社,2001.43

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